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- W2380646721 abstract "The pile legs of super large wind turbine installation vessel are so long that their buckling behavior will become more obvious under a complex and volatile co-action of waves,flows and hull.The theoretical formula method and the numerical analysis algorithm for buckling stability of the pile legs are discussed and the differences in engineering applicability of these two methods are studied and compared.In addition,an example is presented to learn what factors are influencing the stability of the pile legs.The results indicate that the theoretical solution for the critical load of the pile legs is 19.6% larger than the numerical solution,and that the theoretical formula method appears more conservative and inapplicable than the numerical analysis in engineering calculation.The increase in the radius of bolt location hole can decrease the critical load of the pile legs and the change in the thickness of main board can also influence the stability of the pile legs.Therefore,it is necessary to calculate precisely the radius of the bolt location hole and the thickness of the main board in constructing the pile legs." @default.
- W2380646721 created "2016-06-24" @default.
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- W2380646721 date "2012-01-01" @default.
- W2380646721 modified "2023-09-24" @default.
- W2380646721 title "Theoretical Study and Numerical Analysis of the Pile Leg Stability of Super Large Wind Turbine Installation Vessel" @default.
- W2380646721 hasPublicationYear "2012" @default.
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